Providing Drinking Water Facility With Reservoir At Anandabazaar H . S . School Construction
Tender Value
4.06 Lakhs
Estimated cost
Bid Submission
06 Mar 2020
0 days left
EMD
4067
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DASDA → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Drinking Water Facility With Reservoir At Anandabazaar H . S . School Construction
BOQ
| Name of the work: Providing drinking water facility with reservior at Anandabazar HS School under Dasda RD Block during the year 2019-20. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulicbexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\n-All kinds of soil | BI01010001010000000000000515BI0100001113 | 16.7888 | CUM |
| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not\nexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift\nupto 1.5 m.\n-All kinds of soil | BI01010001010000000000000515BI0100001114 | 4.66495 | CUM |
| 3 | 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001115 | 5.8941 | CUM |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level:1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001116 | 4.89376 | CUM |
| 5 | 5 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:6 ( 1 cement : 6 fine sand ). | BI01010001010000000000000515BI0100001117 | 16.1441 | cum |
| 6 | 6 | Half brick masonry work with first class bricks in superstructure uptonfloor five level including cost of all materials as required complete-In cement mortar 1:4 (1 cement:4 fine sand) | BI01010001010000000000000515BI0100001118 | 4.44049 | Sqm |
| 7 | 7 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.40 mm thick with 20 mm well burnt brick aggregate | BI01010001010000000000000515BI0100001119 | 48.9375 | sqm |
| 8 | 8 | Providing and fixing precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, fixed in walls, on 12 mm thick bed of cement mortar 1 : 3 ( 1 cement : 3 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete.\nIn light shade using white cement | BI01010001010000000000000515BI0100001120 | 37.8003 | Sqm |
| 9 | 9 | 12 mm cement plaster of mix. In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001121 | 39.2492 | Sqm |
| 10 | 10 | Neat Cement punning | BI01010001010000000000000515BI0100001122 | 39.2551 | Sqm. |
| 11 | 11 | Providing and fixing brass bib cock of approved quality : \n15 mm nominal bore \n | BI01010001010000000000000515BI0100001123 | 2.00075 | nos |
| 12 | 12 | Providing and fixing brass stop cock of approved quality :\n15mm nominal bore | BI01010001010000000000000515BI0100001124 | 2 | nos |
| 13 | 13 | Providing and fixing gun metal non-return valve of approved quality (screwed end):\n25mm dia | BI01010001010000000000000515BI0100001125 | 1.00065 | nos |
| 14 | 14 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.\n15mm dia | BI01010001010000000000000515BI0100001126 | 3.00102 | meter |
| 15 | 15 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at variuse suitable levels, preservation of samples in polythene bags/ sample box and disposal of excess soil or mud, including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge \n100mm Dia | BI01010001010000000000000515BI0100001127 | 90 | meter |
| 16 | 16 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge \ni) From 100mm dia pilot hole to 250mm bore hole | BI01010001010000000000000515BI0100001128 | 90 | meter |
| 17 | 17 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge,\nA) CM Casing pipe (UPVC)\ni) 150mm dia | BI01010001010000000000000515BI0100001129 | 36 | meter |
| 18 | 18 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge,\nii) 100mm dia | BI01010001010000000000000515BI0100001130 | 24 | meter |
| 19 | 19 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge,\nA) RS pipe\nii) 100mm dia | BI01010001010000000000000515BI0100001131 | 27.0001 | meter |
| 20 | 20 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer in charge. | BI01010001010000000000000515BI0100001132 | 86.9962 | meter |
| 21 | 21 | Providing and shrouding of the deep tube well assembly with washed pea gravels (2.0 - 4.75 mm effective size) as per specification (IS: 4097) and direction of the Engineer in charge. \nA) With contractor rig\ni) with pea gravels obtained from Durgapur, West Bengal | BI01010001010000000000000515BI0100001133 | 3.40004 | Cum |
| 22 | 22 | Providing and fixing of UPVC end cap/ well cap suitable for UPVC 'CM' casing or 'CS' casing or RS pipe as per specification and direction of the Engineer in charge. \ni) 100mm dia | BI01010001010000000000000515BI0100001134 | 1 | nos |
| 23 | 23 | Providing and fitting fixing GI pipe (Medium class) conforming to IS 1239 for column pipe assemble for instalation of submersible pump motor as per direction of Engineer in charge \nd) 40mm NB | BI01010001010000000000000515BI0100001135 | 27.0006 | meter |
| 24 | 24 | Providing and fitting fixing GI bend/ elbow in the pipe line including testing of joints complete as per direction of Engineer in charge \nv) 40mm NB | BI01010001010000000000000515BI0100001136 | 1.00079 | Nos |
| 25 | 25 | Providing and fitting fixing of GI flange (10mm wall thickness) by welding with GI/ MS pipe as per placing position as per specification and the direction of Engineer in charge \nv) 50mm dia | BI01010001010000000000000515BI0100001137 | 2.00169 | Nos |
| 26 | 26 | Providing and fitting fixing of CI non return valve of approved quality as per CPWD pecification and the direction of Engineer in charge \ni) 50mm nominal bore | BI01010001010000000000000515BI0100001138 | 0.999932 | Nos |
| 27 | 27 | Providing and fitting fixingof 6feet x 4feet x1 inch (thickness)gamai wood/ plywood/ plypanel board for fitting fixing of electric items in/c 2no's MS angle post (size 2 inch x 2inch x 9feet) nut & bolts for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1feet x 2feet) below the ground level and painting two or more coats & plastic paint as per specification and the direction of Engineer in charge | BI01010001010000000000000515BI0100001139 | 1.00008 | Nos |
| 28 | 28 | Installation of submerssible pump and suitable motor upto requirede depth with GI column pipe in/c providing fitting fixing by necessaqry rubber washer , nuts & bolts, Ms safety clamp etc. As per required size and making necessary electrical connection with main switch/starter with motor in/c commissioning & trial run as per direction of the Engineerin charge (pump, motor with cable, GI Pipe will be issued by the Department at free of cost and fabrication of GI column pipe will be paid separately) \ni. 2500 GPH capacity | BI01010001010000000000000515BI0100001140 | 26.9989 | meter |
| 29 | 29 | Providing 2 HP submerssiblepump as per direction of Engineer in charge | BI01010001010000000000000515BI0100001141 | 1 | nos |
| 30 | 30 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or RS pipe as per specification and direction of the Engineer in charge. i) 150 x 100mm dia | BI01010001010000000000000515BI0100001142 | 1.00035 | Nos |
AI Tender Summary
Tender Timeline
Feb 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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